ALTERATION OF SOIL PARAMETERS BY STABILIZATION WITH LIME

A characteristic field of the application of soil stabilizations by ion exchange is the improvement by adding lime. Over a period of 17 years, the changes of some important soil parameters could be studied. In this report some test results are presented for characteristic clays to silty sands. Besides lime and cement, Na(OH), CaCl2 and NaCl were added to several soils in order to determine the influence of different ions dissociated in the pore water, depending upon the reaction time, the water content and the sort of curing of the samples. (TRRL)

• Supplemental Notes:
  • Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Volume 3, Stockholm.
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • BRANDL, H
• Conference:
  • Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Volume 3, Stockholm.
• Publication Date: 1981

Media Info

• Features: Figures; Photos; References; Tables;
• Pagination: p. 587-594

Subject/Index Terms

• TRT Terms: Calcium oxide; Cement; Clay; Concrete curing; Conferences; Deformation; Ion exchange; Moisture content; Pore water; Reaction time; Silts; Silty sands; Sodium chloride; Soil stabilization; Strength of materials; Test procedures
• Old TRIS Terms: Ion exchange reactions
• ITRD Terms: 4177: Clay; 8525: Conference; 5595: Deformation; 4574: Lime; 4149: Silt; 3689: Soil stabilization; 5544: Strength (mater); 6288: Test method
• Subject Areas: Geotechnology; Highways; Materials; I33: Other Materials used in Pavement Layers;

Filing Info

• Accession Number: 00370162
• Record Type: Publication
• Source Agency: Swedish National Road and Transport Research Institute (VTI)
• Files: ITRD, TRIS
• Created Date: Mar 31 1983 12:00AM